Session Details
衝撃（解析）
Fri. Sep 12, 2025 10:40 AM - 12:00 PM JST
Fri. Sep 12, 2025 1:40 AM - 3:00 AM UTC
Fri. Sep 12, 2025 1:40 AM - 3:00 AM UTC
Be
[12AM2-Be-02]Impact response analysis for RC beam with one end free-dropping on rubber pad
*Nao Kawamura1, Tomoki Kawarai1, Masato Komuro1, Norimitu Kishi1, Takashi Sato2, Takahiro Terasawa2, Shigeki Kuji3, Tomoya Yono3 (1. Muroran institute of technology, 2. Civil Engineering Research Institute for Cold Region, 3. Rubber Bearing Association)
[12AM2-Be-04]Elasto-Plastic Impact Response Analysis of Dynamic Behavior of Rockfall Protection Barriers with Ring Net
*Masato Komuro1, Tomoki Kawarai1, Yoshinobu Musashi2, Hiroyuki Umezawa3, Norimitsu Kishi1 (1. Muroran Institute of Technology, 2. Pacific Consultants Co., Ltd., 3. Toa Grout Kogyo Co., Ltd.)
[12AM2-Be-06]Analytical study on the impact resistance of a box culvert in soil reinforced with cement-mixed gravel
*Kanta Nagai1, Manabu Matsuda2, Yasushi Matsumoto2, Yoshimi Sonoda1 (1. Kyushu University, 2. YAMAX)
[12AM2-Be-08]Fundamental Study on Response of Underground Structures Subjected to Impact of High-Speed Objects
*Soh Kusuda1, Manabu Matsuda2, Yasushi Matsumoto2, Yoshimi Sonoda (1. Kyushu University, 2. YAMAX)
[12AM2-Be-10]An applicability of proposed FE model on buffer effect for Porosity-Free Fiber Reinforced Concrete panel
*Takahiro Ando1, Masato Komuro1, Ryo Kishira2, Norimitsu Kishi1, Maki Mikami2, Tomoki Kawarai1, Yuji Ushiwatari1 (1. MURORAN INSTITUTE OF TECHNOLOGY, 2. TAIHEIYO CEMENT)
[12AM2-Be-12]Basic Study on Dynamic Mechanical Properties of Concrete Damaged by ASR Expansion
*Ko Nakamura1, Hiroki Tamai2, Daisuke Yamamoto3, Masuhiro Beppu4 (1. kyushu university, 2. Kyushu University Graduate School, 3. Oita National College of Technology, 4. National Defense Academy)
[12AM2-Be-14]Basic investigation into the dynamic response of PC sleepers subjected to impact wheel weights
*Reiji Yoshida1, Tamai Hiroki1, Goto Keiichi2 (1. Kyushu University, 2. Railway Technical Research Institute)
[12AM2-Be-16]Numerical study on required anchoring depth of steel posts with high flexural stiffness for rockfall protection fences subjected to flexually dominant impact load
*Shu Takada1, Masato Komuro2, Norimitsu Kishi2, Tomoki Kawarai2, Shigeki Hayashi3, Satoshi Kondo4 (1. Muroran Institute of Technology Graduate School, 2. Muroran Institute of Technology, 3. Isami construction company, 4. Sunago company)